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High-temperature steady-state experiments on G550 cold-formed steel during heating and cooling stages

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TLDR
In this article, the authors conducted 88 steady-state tests on G550 CFS at elevated temperatures and investigated the material properties during the heating and cooling stages of a compartment fire.
Abstract
Steel structures usually experience heating and cooling stages during a compartment fire. Most previous investigations on the high-temperature material properties of cold-formed steel (CFS) focused on the heating stage of steel, corresponding to the growth and fully developed phases of a compartment fire. The influence of the cooling stage of steel, which corresponds to the decay phase of a compartment fire, has not been properly considered. This study conducted 88 steady-state tests on G550 CFS at elevated temperatures and investigated the material properties during the heating and cooling stages. The results show that the prediction of the time-dependent load-bearing capacity of CFS structures under compartment fires might become non-conservative if the material properties of the G550 CFS during the cooling stage are replaced with those during the heating stage. For instance, when the tensile temperature is less than 500 °C and the peak temperature is greater than or equal to 600 °C, the yield strength reduction factors of G550 CFS during the cooling stage are significantly lower than those during the heating stage under the same tensile temperature. In addition, the distribution of the yield strength (ultimate strength) reduction factors of G550 CFS during the cooling stage is affected by the peak and tensile temperatures and displays two branches. The difference in the reduction factors between the two branches is significant under the same tensile temperature and different peak temperatures. Finally, unified equations for the material property reduction factors and stress–strain curves are proposed and can provide a reasonable prediction of the material properties of G550 CFS under full-range compartment fires.

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Citations
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Journal ArticleDOI

Mechanical properties of cold-formed steel semi-oval hollow sections after exposure to ISO-834 fire

TL;DR: In this paper, the post-fire mechanical properties of cold-formed steel semi-oval hollow section (CFSSOHS) members are investigated after ISO-834 standard fire exposure in a gas furnace.
Journal ArticleDOI

Elevated temperature material properties of advanced high strength steel alloys

TL;DR: In this paper, an experimental investigation is carried out on cold-formed steels with nominal yield stress ranging from 340 MPa to 1200 MPa, and the results of the tests are obtained from the tests including elastic modulus, 0.2% proof stress, yield stresses at strain levels of 0.5, 1.5%, and 2%, ultimate stress and elongation at fracture.
Journal ArticleDOI

High-temperature material degradation of Q345 cold-formed steel during full-range compartment fires

TL;DR: In this article, steady-state experiments on Q345 cold-formed steel (CFS) during the rising and falling temperature periods are presented, and the results show that the material properties of CFS decrease as the load testing temperature increases.
Journal ArticleDOI

Improved fire resistance of cold-formed steel walls by using super absorbent polymers

TL;DR: In this paper, the authors developed an innovative solution to improve the structural fire resistance using super absorbent polymers (SAPs) with an experimental study to successfully demonstrate the effect of SAPs on cold-formed steel (CFS) walls.
Book ChapterDOI

Modeling of Cold-Formed Thin-Walled Steel Profile with the MBOR Fire Protection

TL;DR: In this article, the results of wide-scale fire tests of light thin-walled steel structures (LTWS) for a fire protection efficiency of a structural fire-protection are presented.
References
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Description of Stress-Strain Curves by Three Parameters

TL;DR: In this paper, a simple formula is suggested for describing the stress-strain curve in terms of three parameters; namely, Young's modulus and two secant yield strengths.
Journal ArticleDOI

Experimental behaviour of a steel structure under natural fire

TL;DR: In this paper, the authors report on the results of a collaborative research project (Tensile membrane action and robustness of structural steel joints under natural fire, European Community FP5 project HPRI-CV 5535) involving the following institutions: Czech Technical University (Czech Republic), University of Coimbra (Portugal), Slovak technical University (Slovak Republic), and Building Research Establishment (United Kingdom).
Journal ArticleDOI

Experimental investigation of cold-formed steel material at elevated temperatures

TL;DR: In this paper, a unified equation for yield strength, elastic modulus, ultimate strength and ultimate strain of cold-formed carbon steel at elevated temperatures is proposed, and a full strain range expression up to the ultimate tensile strain is also proposed.
Journal ArticleDOI

Mechanical properties of cold-formed steels at elevated temperatures

TL;DR: In this paper, an experimental study was undertaken to investigate the elevated temperature mechanical properties of two low and high strength steels with two thicknesses that are commonly used in Australia, and the results were compared with the currently available reduction factors for yield strength and elastic modulus, and stress strain curves.
Journal ArticleDOI

Experimental study of the mechanical properties of light gauge cold-formed steels at elevated temperatures

TL;DR: In this paper, a research project based on experimental studies was undertaken to investigate the deterioration of mechanical properties of light-gauged cold-formed steels at elevated temperatures, and new predictive equations were developed for the properties of yield strength and elasticity modulus.
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